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- W569651643 abstract "The modeling of stress changes after pile penetration is essential for the evaluation of the rheological type cone penetration tests and, for the deformation of the bearing capacity of displacement piles. Previous consolidation models do describe the decrease of the radial total stress that takes place on the shaft-soil interface. A one dimensional coupled consolidation model was suggested with constant displacement boundary condition. By the analytical solution of the model it has been found that the error of the sum of the 1 m terms against the infinite Bessel series is tolerable with m >8-12 if the initial condition is not too close to the perfectly drained case. The solution for the total stress steadily decreases with time, being in qualitative agreement with the single available measurement." @default.
- W569651643 created "2016-06-24" @default.
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- W569651643 date "1999-01-01" @default.
- W569651643 modified "2023-10-12" @default.
- W569651643 title "MODELLING FOR RADIAL CONSOLIDATION" @default.
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